(LINE 19) Ward No.-07, 12 evam 24 me Nai Sadak par Aarav Chaudhary Bartan Bhandar se lekar Rahul Sharma ki dukaan tak Interlocking Sadak evam Bricks Naali nirmaan karya evam Kotwali Bilari ke saamne Interlocking Pathway ka nirmaan karya. (RVA)

Site Clearence, Material shifting by Labour including all labour , T&P etc complete. DSR code No-0114 (Rate=645.0*0.749=483.10/day)

Earth work by mechinical / manual means in rough excavation, bankingexcavated earth in layers not exceeding 20cm in depth, breaking clods,watering, rolling each layer with “2 tonne roller or wooden or steelrammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift : All kinds of soil. DSR Item No. 2.2 (Rate = 395.30-14.25-5.25 = 375.8) (= 375.8x0.749=281.48)DSR. 2.4 Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth.(5.25) DSR. 2.5 Deduct for not watering the excavated earth for banking.(14.25 )

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 2.1.1 All kinds of soil.DSR Item No-2.1.1(Rate=129.85*0.749=97.26/Cum)

1:5:10 (1 cement : 5 coarse sand (zone-llIl) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR Code 2023 - 4.1.10 (Rate - 6518.60x0.749 = 4882.43 /cu-m

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR ITEM No-6.1.1 (Rate =7370.65*0.749=5520.62/cum)

12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR code No-13.4.1 (Rate=357.35*0.749=267.66/Sqm)

Renforcement cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources.DSR Item No -5.1.2 (Rate=9045.75*0.749=6775.25/Cum)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(Thermo-Mechanically Treated bars of grade Fe-500D or more) .DSR Item No-5.22.6 (Rate=107.10*0.749=80.22/Kg)

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC,carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power rollerto achieve the desired density, complete as per specifications and directions of Engineerin- Charge With material conforming to Grade-Il (size range 53 mm to 0.075 mm ) having CBR Value-25.I.S.16.78.2. Rate = (2924.85x0.735 = 2149.765 rupee

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.